Bridge Statistics for Carrollton, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 180570296402588,  Location: 3.0 Mi N of IH 635 (Lat: 32.945900,  Lng: -96.928169),  Route carried "on" structure: Other road 190,  Year Built: 2006,  Status: Open,  Structure Length: 127.92m (419.69ft),  Average Daily Traffic: 10,000 (year 2011),  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: Belt Line Rd & Hutton Br,  Facility Carried by Structure: PGBT SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.670,  Lanes on structure: 3,  Lanes under structure: 9,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 35,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296402589,  Location: 3.0 Mi N of IH 635 (Lat: 32.945900,  Lng: -96.927819),  Route carried "on" structure: Other road 190,  Year Built: 2006,  Status: Open,  Structure Length: 127.92m (419.69ft),  Average Daily Traffic: 10,000 (year 2011),  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: Belt Line Rd & Hutton Br,  Facility Carried by Structure: PGBT NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.670,  Lanes on structure: 3,  Lanes under structure: 9,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 35,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18057029640259,  Location: 3.2 Mi N of IH 635 (Lat: 32.954819,  Lng: -96.925550),  Route carried "on" structure: Ramp Other road 190,  Year Built: 2006,  Status: Open,  Structure Length: 29.75m (97.60ft),  Average Daily Traffic: 10,000 (year 2011),  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: Tributary of Elm Fork,  Facility Carried by Structure: PGBT SB Off-Ramp
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 90.878,  Lanes on structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296402591,  Location: 3.3 Mi N of IH 635 (Lat: 32.955194,  Lng: -96.925353),  Route carried "on" structure: Ramp Other road 190,  Year Built: 2006,  Status: Open,  Structure Length: 23.65m (77.59ft),  Average Daily Traffic: 10,000 (year 2011),  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: Tributary of Elm Fork,  Facility Carried by Structure: PGBT NB On-Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.462,  Lanes on structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296402592,  Location: 1.0 Mi S of IH 35E (Lat: 32.968358,  Lng: -96.932625),  Route carried "on" structure: Other road 190,  Year Built: 2006,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 10,000 (year 2011),  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: Sandy Lake Rd,  Facility Carried by Structure: PGBT NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.392,  Lanes on structure: 3,  Lanes under structure: 9,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.5m (67.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296402593,  Location: 1.0 Mi S of IH 35E (Lat: 32.968361,  Lng: -96.932944),  Route carried "on" structure: Other road 190,  Year Built: 2006,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 10,000 (year 2011),  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: Sandy Lake Rd,  Facility Carried by Structure: PGBT SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.392,  Lanes on structure: 3,  Lanes under structure: 9,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.5m (67.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296402594,  Location: 0.8 Mi S of IH 35E (Lat: 32.971200,  Lng: -96.931928),  Route carried "on" structure: Other road 190,  Year Built: 2006,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 10,000 (year 2011),  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: DWU Access Rd,  Facility Carried by Structure: PGBT NBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.557,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.3m (27.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.85m (35.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $24,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296402595,  Location: 0.8 Mi S of IH 35E (Lat: 32.971200,  Lng: -96.932044),  Route carried "on" structure: Other road 190,  Year Built: 2006,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 10,000 (year 2011),  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: DWU Access Rd,  Facility Carried by Structure: PGBT NB On-Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.557,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296402596,  Location: 0.8 Mi S of IH 35E (Lat: 32.971197,  Lng: -96.932250),  Route carried "on" structure: Other road 190,  Year Built: 2006,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 10,000 (year 2011),  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: DWU Access Rd,  Facility Carried by Structure: PGBT NBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.602,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.8m (68.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296402598,  Location: 0.8 Mi S of IH 35E (Lat: 32.971203,  Lng: -96.932567),  Route carried "on" structure: Other road 190,  Year Built: 2006,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 10,000 (year 2011),  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: DWU Access Rd,  Facility Carried by Structure: PGBT SBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.602,  Lanes on structure: 4,  Lanes under structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296402599,  Location: 0.8 Mi S of IH 35E (Lat: 32.971228,  Lng: -96.932964),  Route carried "on" structure: Other road 190,  Year Built: 2006,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 10,000 (year 2011),  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: DWU Access Rd,  Facility Carried by Structure: PGBT SB Off-Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.602,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.7m (25.3ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296402621,  Location: 0.2 Mi N of Sandy Lake Rd (Lat: 32.974486,  Lng: -96.932733),  Route carried "on" structure: Other road 190,  Year Built: 2003,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 10,000 (year 2011),  Average Future Daily Traffic: 12,800 (year 2031),  Features Intersected: Drainage Ditch,  Facility Carried by Structure: PGBT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 10,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 18057029640361,  Location: 1.2 Mi E of IH 35E (Lat: 32.983028,  Lng: -96.909611),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 8,975 (year 2011),  Average Future Daily Traffic: 10,243 (year 2031),  Design Load: HS 20,  Features Intersected: PGBT,  Facility Carried by Structure: Old Denton Rd NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.704,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 22.2m (72.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296403611,  Location: 1.9 Mi E of IH 35E (Lat: 32.984931,  Lng: -96.897358),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 1,217 (year 2011),  Average Future Daily Traffic: 5,000 (year 2031),  Design Load: HS 20,  Features Intersected: PGBT,  Facility Carried by Structure: McCoy Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.449,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296403612,  Location: 1.1 Mi E of Old Denton Rd (Lat: 32.985797,  Lng: -96.890331),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 5,000 (year 2011),  Average Future Daily Traffic: 15,732 (year 2031),  Design Load: HS 20,  Features Intersected: PGBT,  Facility Carried by Structure: Josey Ln NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.592,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296403613,  Location: 0.4 Mi E of Josey Ln (Lat: 32.985433,  Lng: -96.883950),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 743 (year 2011),  Average Future Daily Traffic: 1,047 (year 2031),  Design Load: HS 20,  Features Intersected: PGBT,  Facility Carried by Structure: Scott Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.659,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296403614,  Location: 1.3 Mi E of Josey Ln (Lat: 32.986556,  Lng: -96.868811),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 837 (year 2011),  Average Future Daily Traffic: 1,274 (year 2031),  Design Load: HS 20,  Features Intersected: PGBT,  Facility Carried by Structure: Kelly Blvd NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.913,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296403615,  Location: 0.1 Mi E of Kelly Blvd (Lat: 32.986572,  Lng: -96.865783),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 18.17m (59.61ft),  Average Daily Traffic: 4,000 (year 2011),  Average Future Daily Traffic: 6,000 (year 2031),  Design Load: HS 20,  Features Intersected: PGBT & Hutton Branch,  Facility Carried by Structure: Trinity Mills Conn
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.823,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.17m (59.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $58,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570296403616,  Location: 1.1 Mi E of Old Denton Rd (Lat: 32.985714,  Lng: -96.890942),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 5,000 (year 2011),  Average Future Daily Traffic: 15,773 (year 2031),  Design Load: HS 20,  Features Intersected: PGBT,  Facility Carried by Structure: Josey Ln SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.592,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296403617,  Location: 1.2 Mi E of IH 35E (Lat: 32.983008,  Lng: -96.910169),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 8,975 (year 2011),  Average Future Daily Traffic: 10,243 (year 2031),  Design Load: HS 20,  Features Intersected: PGBT,  Facility Carried by Structure: Old Denton Rd SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.704,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 22.5m (73.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296403618,  Location: 1.3 Mi E of Josey Rd (Lat: 32.986439,  Lng: -96.869161),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 837 (year 2011),  Average Future Daily Traffic: 1,274 (year 2031),  Design Load: HS 20,  Features Intersected: PGBT,  Facility Carried by Structure: Kelly Blvd SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.913,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296403619,  Location: 0.1 Mi E of IH 35E (Lat: 32.983808,  Lng: -96.927044),  Route carried "on" structure: ServiceOther road 190,  Year Built: 2003,  Status: Open,  Structure Length: 13.26m (43.50ft),  Average Daily Traffic: 3,351 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2031),  Design Load: HS 20,  Features Intersected: Furneaux Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18057029640362,  Location: 0.1 Mi E of IH 35E (Lat: 32.982008,  Lng: -96.929150),  Route carried "on" structure: Other road 190,  Year Built: 2003,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 1,500 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2031),  Design Load: HS 20,  Features Intersected: Furneaux Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1805709S0870004,  Location: 0.3 MI W OF IH 35E (Lat: 32.968511,  Lng: -96.925139),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 12,079 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,315 (year 2037),  Features Intersected: DRAW,  Facility Carried by Structure: SandyLake/Whitlock
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570H00164001,  Location: 0.04 MI E OF MARSH LN (Lat: 32.968861,  Lng: -96.853042),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,000 (year 2013),  Average Future Daily Traffic: 4,000 (year 2033),  Features Intersected: TRIB OF HUTTON BRANCH,  Facility Carried by Structure: BALLANTRAE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 180570H00225068,  Location: 0.4 MI W OF IH 35E (Lat: 32.952297,  Lng: -96.916872),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 15,655 (year 2014),  Average Future Daily Traffic: 40,664 (year 2033),  Features Intersected: HUTTON BRANCH,  Facility Carried by Structure: BELT LINE RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.219,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570H00225069,  Location: 0.4 MI W OF IH 35E (Lat: 32.952339,  Lng: -96.916881),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 15,655 (year 2014),  Average Future Daily Traffic: 40,664 (year 2033),  Features Intersected: HUTTON BRANCH,  Facility Carried by Structure: BELT LINE RD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.219,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570H00225071,  Location: 1.7 MI W OF IH 35E (Lat: 32.951503,  Lng: -96.929717),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 8,500 (year 2013),  Average Future Daily Traffic: 34,899 (year 2033),  Features Intersected: ELM FORK TRINITY RIVER,  Facility Carried by Structure: BELT LINE RD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.127,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $23,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570H00225072,  Location: 1.4 MI W OF IH 35E (Lat: 32.951461,  Lng: -96.929714),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 8,450 (year 2013),  Average Future Daily Traffic: 34,899 (year 2033),  Features Intersected: EAST ELM FORK OVERFLOW,  Facility Carried by Structure: BELT LINE RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.610,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570H00225073,  Location: 1.4 MI W OF IH 35E (Lat: 32.951481,  Lng: -96.930153),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 8,450 (year 2013),  Average Future Daily Traffic: 34,899 (year 2033),  Features Intersected: EAST ELM FORK OVERFLOW,  Facility Carried by Structure: BELT LINE RD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.610,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570H00225076,  Location: 1.1 MI W OF IH 35E (Lat: 32.951978,  Lng: -96.923506),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 14,760 (year 2019),  Average Future Daily Traffic: 34,899 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: BELT LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.093,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 180570H00375131,  Location: 0.2 MI N OF BELT LINE RD (Lat: 32.956733,  Lng: -96.910150),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 8,960 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,490 (year 2033),  Design Load: H 20,  Features Intersected: HUTTON BRANCH,  Facility Carried by Structure: BROADWAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.427,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570H00470001,  Location: 0.10 MI E OF HEADS LANE (Lat: 32.973831,  Lng: -96.871239),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 250 (year 2013),  Average Future Daily Traffic: 375 (year 2033),  Features Intersected: TRIB OF HUTTON BRANCH,  Facility Carried by Structure: CARMEL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.343,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570H00528001,  Location: 0.01 MI S OF CARMEL DR (Lat: 32.973553,  Lng: -96.870592),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 250 (year 2013),  Average Future Daily Traffic: 798 (year 2033),  Features Intersected: TRIB OF HUTTON BRANCH,  Facility Carried by Structure: CEDAR BRUSH DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.073,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570H00725001,  Location: 0.5 MI W OF MARSH LN (Lat: 32.961361,  Lng: -96.861144),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 500 (year 2013),  Average Future Daily Traffic: 700 (year 2033),  Features Intersected: TRIB OF HUTTON BRANCH,  Facility Carried by Structure: COUNTRY PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570H00825001,  Location: 0.1 MI W OF IH 35E (Lat: 32.946569,  Lng: -96.907167),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 6,133 (year 2019),  Average Future Daily Traffic: 17,317 (year 2033),  Features Intersected: TRIB OF HUTTON BRANCH,  Facility Carried by Structure: CROSBY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.865,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570H00880001,  Location: 0.2 MI N OF BELT LINE RD (Lat: 32.956936,  Lng: -96.907403),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Posted for load,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 4,892 (year 2019),  Average Future Daily Traffic: 7,876 (year 2033),  Design Load: H 20,  Features Intersected: HUTTON BRANCH,  Facility Carried by Structure: DENTON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570H00897001,  Location: 0.2 MI N OF TRINITY MILLS (Lat: 32.986606,  Lng: -96.920339),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 8,678 (year 2013),  Average Future Daily Traffic: 12,200 (year 2033),  Design Load: HL 93,  Features Intersected: FURNEAUX CREEK,  Facility Carried by Structure: DICKERSON PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570H00897002,  Location: 0.2 MI N OF TRINITY MILLS (Lat: 32.986611,  Lng: -96.920219),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 8,678 (year 2013),  Average Future Daily Traffic: 12,200 (year 2033),  Design Load: HL 93,  Features Intersected: FURNEAUX CREEK,  Facility Carried by Structure: DICKERSON PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570H01505001,  Location: 0.17 MI N OF VALWOOD PKWY (Lat: 32.941383,  Lng: -96.916528),  Route carried "on" structure: City street 1505,  Year Built: 1988,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 4,307 (year 2014),  Average Future Daily Traffic: 6,500 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB OF HUTTON BRANCH,  Facility Carried by Structure: HUTTON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $14,000,  Deck Structure Type: Concrete Cast-file-Place